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sheet 1 of 2 <br />PROJECT IDENTIFICATION <br />Agency or organ <br />Task #: 067 <br />Date : 0311712010 <br />User : JHB <br />Truck/loader team -Truck :Cat 771D <br />-Loader : CAT 988G (2005) <br />Permit or other job action : New application <br />Task description : remove gravel from Main North Facilities area <br />HOURLY EQUIPMENT COST Shift basis : 1 per day <br />uipment Description <br />Support equipment -Load area : NA <br />-Dump area :NA <br />Road maintenance -Motor grader : CAT 14H <br />-Water truck : Water Tanker. 10.000 Gal. <br />CIRCES Cost Estimating Software <br />TRUCK/LOADER TEAM WORK <br />ization name : Division Of Reclamation, Mining And Safety <br />State : Colorado Permit/job #: C2009-087 <br />_ County :Routt Abbreviation :none <br />Site : Peabody Sage Creek Mine Filename : C87 -067 <br />Cost Breakdown : Truck/Loader Work Team <br />Truck Loading Tool Support Equipment <br />Load Area Dump Area Road Maintenance Equipment <br />Motor Grader Water Truck <br />Import data filename : truck2 loader NA NA grader misctruk <br />% Utilization-machine : 100 92 NA NA 25 25 <br />-Ripper attachment : NA NA NA NA 0 NA <br />Ownership cost/hour : $43.31 $62.60 NA NA $41.79 $62.58 <br />Operating cost/hour : $64.93 $70.12 NA NA $11.56 $21.28 <br />Ripper op. cost/hour : NA NA NA NA $0.00 $0.00 <br />Operator cost/hour : $22.29 $38.72 NA NA $24.50 $38.70 <br />Unit subtotals : $130.53 $171.44 NA NA $77.85 $122.56 <br />Number of units : 6 1 0 0 1 1 <br />Group subtotals : Work : $954.62 Support: $0.00 Maintenance : $200.41 <br />MATERIAL QUANTITIES <br />Initial <br />volume : 9.680 <br />Total work team cost/hour : $1,155.03 <br />Swell Loose <br />CCY factor : 1.090 volume : 10.551 LCY <br />Source of quantity take-off :Map 2.05.3 MI B <br />Source of estimated swell factor : Caterpillar Handbook 40th edition <br />Material purchase cost : $0.00 /LCY Total cost : $0 <br />HOURLY PRODUCTION <br />Truck Capacity : <br />Truck Pavload (weight) Basis : Truck Bed (volume) Basis : <br />Material weight : 2,400 pounds/LCY Struck volume : 26.40 LCY <br />Descr.: Clay and gravel - Dry Heaped volume : 36.00 LCY <br />Rated payload : 92,900 pounds Average volume : 31.20 LCY <br />Payload capacity : 38.71 LCY Adjusted volume': 36.00 LCY <br /> Final truck volume based on number of loader passes : 27.06 LCY <br /> 'truck volume adjusted to not exceed rated payload or heaped volume <br />Loading Tool Capacity : Job Condition Corrections : Site altitude (ft.) : 6,625 <br />Rated capacity (nom. heaped) : 8.200 LCY Truck Loader Source <br />Descr.: Other - rock1birt mixtures (100-120%) Altitude adj.: 1.000 1.000 (Cat HB) <br />Bucket fill factor : 1.100 Job efficiency : 0.830 0.830 (1 shif1day) <br />Adjusted bucket capacity : 9.020 LCY Net correction : 0.830 0.830 <br />